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Cantilevered Boom Plate Edge Restraints
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English
Abstract
In some box section cantilevered booms, the assumption of simply supported edges for the compression plate is too conservative. A method is provided here for readily determining, from section dimensions, when better edge restraint conditions are present. Equations are provided for calculating edge restraint factors and for increasing the effective compression plate width when appropriate.
Topic
Citation
Shapiro, H. and Shapiro, C., "Cantilevered Boom Plate Edge Restraints," SAE Technical Paper 740698, 1974, https://doi.org/10.4271/740698.Also In
References
- Bleich F. “Buckling Strength of Metal Structures,” Eng. Soc. Monograph New York McGraw-Hill 1952 322
- “Specification for the Design, Fabrication and Erection of Structural Steel for Buildings.” American Institute of Steel Construction 7th 1970
- Column Research Council “Guide to Design Criteria for Metal Compression Members.” New York John Wiley & Sons, Inc. 1967 65
- Bleich F. “Buckling Strength of Metal Structures.” Eng. Soc. Monograph New York McGraw-Hill 1952